Seismic Performance of Corroded Reinforced Concrete Structures Retrofitted with FRP
This monograph is written based on the author's research on seismic assessment and retrofitting of corrosion-damaged reinforced concrete structures during the recent two decades. It points out that reinforcement corrosion is one of the main reasons that contribute to the deterioration of the se...
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| Format: | Elektronički e-knjiga |
| Jezik: | engleski |
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Singapore :
Springer Nature Singapore : Imprint: Springer,
2024.
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| Izdanje: | 1st ed. 2024. |
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| Online pristup: | https://doi.org/10.1007/978-981-99-7984-4 |
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| 100 | 1 | |a Shen, Dejian. |e author. |4 aut |4 http://id.loc.gov/vocabulary/relators/aut | |
| 245 | 1 | 0 | |a Seismic Performance of Corroded Reinforced Concrete Structures Retrofitted with FRP |h [electronic resource] / |c by Dejian Shen. |
| 250 | |a 1st ed. 2024. | ||
| 264 | 1 | |a Singapore : |b Springer Nature Singapore : |b Imprint: Springer, |c 2024. | |
| 300 | |a XV, 381 p. 244 illus., 84 illus. in color. |b online resource. | ||
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| 341 | 0 | |b Table of contents navigation |2 onix | |
| 341 | 0 | |b Single logical reading order |2 onix | |
| 341 | 0 | |b Short alternative textual descriptions |2 onix | |
| 341 | 0 | |b Use of color is not sole means of conveying information |2 onix | |
| 341 | 0 | |b Use of high contrast between text and background color |2 onix | |
| 341 | 0 | |b Next / Previous structural navigation |2 onix | |
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| 505 | 0 | |a Introduction -- Bond stress-slip relationship between BFRP sheets and concrete under dynamic loading -- Retrofitting of reinforced concrete beam with BFRP sheets -- Retrofitting of corrosion-damaged reinforced concrete columns with BFRPs -- Retrofitting of corrosion-damaged reinforced concrete beam-column joints with BFRP sheets -- Retrofitting of corrosion-damaged reinforced concrete shear walls with BFRP sheets -- Bond behavior between BFRP bars and concrete under static and dynamic loading. | |
| 520 | |a This monograph is written based on the author's research on seismic assessment and retrofitting of corrosion-damaged reinforced concrete structures during the recent two decades. It points out that reinforcement corrosion is one of the main reasons that contribute to the deterioration of the seismic performances and durability of reinforced concrete structures. It illustrates that the mechanism of reinforcement corrosion should be investigated to propose a method for evaluating the seismic performance of corroded components and structures. It calls for a comprehensive investigation on the bond performance between corroded reinforcing bars and concrete, as well as the degradation law of seismic performance of corroded beams, columns, beam column joints, and shear walls from the perspectives of materials, components, and structures. With the promotion and application of composite materials, fiber reinforced polymer (FRP) has been proposed as an ideal material for retrofitting reinforced concrete structures. By emphasizing the mechanism of reinforcement corrosion and the integrated evaluation of materials, components, and structures, this monograph offers an idea of using FRP to retrofit the seismic performance of corroded reinforced concrete structures. It is designed as a reference work for professionals or practitioners and a textbook for undergraduates or postgraduates. This book provides valuable knowledge and useful methods that can be considered in the field of seismic assessment and retrofitting of corrosion-damaged reinforced concrete structures with other FRPs. | ||
| 532 | 8 | |a Accessibility summary: This PDF does not fully comply with PDF/UA standards, but does feature limited screen reader support, described non-text content (images, graphs), bookmarks for easy navigation and searchable, selectable text. Users of assistive technologies may experience difficulty navigating or interpreting content in this document. We recognize the importance of accessibility, and we welcome queries about accessibility for any of our products. If you have a question or an access need, please get in touch with us at accessibilitysupport@springernature.com. | |
| 532 | 8 | |a No reading system accessibility options actively disabled | |
| 532 | 8 | |a Publisher contact for further accessibility information: accessibilitysupport@springernature.com | |
| 650 | 0 | |a Civil engineering. | |
| 650 | 0 | |a Corrosion and anti-corrosives. | |
| 650 | 0 | |a Natural disasters. | |
| 650 | 1 | 4 | |a Civil Engineering. |
| 650 | 2 | 4 | |a Corrosion. |
| 650 | 2 | 4 | |a Natural Hazards. |
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| 856 | 4 | 0 | |u https://doi.org/10.1007/978-981-99-7984-4 |
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| 950 | |a Engineering (SpringerNature-11647) | ||
| 950 | |a Engineering (R0) (SpringerNature-43712) | ||